Rural Development Department Tender

Construction of un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer cring compound (where specified) of not less then 0.2 cum capacity and water finishing to lines and grade as per drawing and technical specification including all cost, conveyance, royalty, DMF, EMF, Additional Charges etc completed in all respect and as per direction of the Engineer-in-charge

Boring holes in all kinds of soil to a depth of 9.00mt. from original ground level including providing one no. of under ream and 1.00mt. from bottom as per the direction.

RCC of M-20 of controlled quality having minimum cube strength of 200 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where neCessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, Royalty, DMF, EMF & Additional Charges etc, of all materials required for the work with Cess etc complete in all respectexcluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge.

Providing and supplying of HYSD bars confirming toapproved grade including straightening cutting bending bindiing lapping , welding etc confirming to ISI specification) & jointing if neCessary by lapping & tying the grills &placing in position as required for RCC works as per the approved design placing the grills in position including cost & conveyance of tor steel & binding wires of 18 to 20 guage including Cess etc complete as per the specifiction and direction of Engineer-in- charge

Construction of guard posts of 150mm dia 1.00M long RCC M-20 using 3.5 Kg of steel for each guard post grade cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 as per direction of Engineer in charge.

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including Royalty, DMF, EMF & Additional Charges charges and cost of all materials labour charges,machineries, T&P Cess etc required for the work complete as per direction of E.I.C

Earth work in excavation in foundation in hard soilincluding hard moorum, stony earth mixed with boulders (except sheet rock & boulders requiring blasting) with all leads & lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads & lifts including cost of all labour, Cess & T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge.

Providing & filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, Royalty, DMF, EMF & Additional Charges , of all materials and cost of alllabour & T&P as required for the item of work including Cess etc complete as per specification & direction ofEngineer-in-charge.

Providing and laying plain cement concrete of M-15 of controlled qualityhaving a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strengthof approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalty DMF, EMF, Additional Charges and of all materials and labour with T&P & Cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (Without Frame Work)

With Frame Work

Providing cement concrete (1:2:4) with 12mm size clean crusher broken granite chips aggregate of approved quality from approved quarry including hoisting, lowering & levelling in position to required level in each layer not exceeding 15cm thick including frame work where neCessary ramming using vibrator to proper slope and levelling curing dewatering if neCessary with cost, conveyance Royalty, DMF, EMF & Additional Charges labour of all materials and including hire and running charges of machinaries T&P required for the work including supplying and working of pumps and Cess as per the specification and direction of Engineer-in-charge.

RCC of M-20 of controlled quality having minimum cube strength of 200 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where neCessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, Royalty, DMF, EMF & Additional Charges etc, of all materials required for the work with Cess etc complete in all respectexcluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge.

Providing and supplying of HYSD bars confirming toapproved grade including straightening cutting bending bindiing lapping , welding etc confirming to ISI specification) & jointing if neCessary by lapping & tying the grills &placing in position as required for RCC works as per the approved design placing the grills in position including cost & conveyance of tor steel & binding wires of 18 to 20 guage including Cess etc complete as per the specifiction and direction of Engineer-in- charge

Earth work in excavation in foundation in hard soilincluding hard moorum, stony earth mixed with boulders (except sheet rock & boulders requiring blasting) with all leads & lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads & lifts including cost of all labour, Cess & T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge.

Providing & filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, Royalty, DMF, EMF & Additional Charges , of all materials and cost of alllabour & T&P as required for the item of work including Cess etc complete as per specification & direction ofEngineer-in-charge.

Providing and laying plain cement concrete of M-15 of controlled qualityhaving a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strengthof approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalty DMF, EMF, Additional Charges and of all materials and labour with T&P & Cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (Without Frame Work)

With Frame Work

RCC of M-20 of controlled quality having minimum cube strength of 200 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where neCessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, Royalty, DMF, EMF & Additional Charges etc, of all materials required for the work with Cess etc complete in all respectexcluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge.

Providing and supplying of HYSD bars confirming toapproved grade including straightening cutting bending bindiing lapping , welding etc confirming to ISI specification) & jointing if neCessary by lapping & tying the grills &placing in position as required for RCC works as per the approved design placing the grills in position including cost & conveyance of tor steel & binding wires of 18 to 20 guage including Cess etc complete as per the specifiction and direction of Engineer-in- charge